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| 1 | Clearing jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of girth upto 30 cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared. Si. No. 259 |
| 2 | Earth work in cutting or in Filling in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20\\") in depth and earthwork in embankment to be in 20 cm(8\\") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30 m. (100') lead. The earth from cutting to be used in making filling or to be deposited as spoil banks within 30 metres (100 fts) distance as directed by Engineer-in-charge.Sl no.(253+254) |
| 3 | Excavation in soil mixed with moorum/ shingle/ kankar requiring the use of special T&P such as pickaxes, subbals etc.including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. S.I no - 252.Ch.4 |
| 4 | Stone Dust filling in foundation trenches as per drawing & Technical Specification including supply of all material, labour T&P etc reqd for proper completion of the work. |
| 5 | Cement concrete with 4cm gauge approved stone ballst approved coarse sand and cement in the proportion of 8:4:1 including supply of all material, labour and T&P etc required for proper completion of the work. S.I.No.281 |
| 6 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 7 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical / MORT&H specification 2504 |
| 8 | Random course rubble masonary in 1:4 cement and coarse sand mortar in foundation and plinth, including supply of material as order by the Engineer-in-charge, labour, T&P etc, required for proper completion of work.Additional Item-2,Ch-8 |
| 9 | Raised pointing with cement and Fine sand 1.25 F.M. mortar on brick work in proportion of 1 :2, including supply of all material, labour and T & P etc. required for proper completion of the work S.I. No.577,Ch-13 |
| 10 | First class Brick Work with Cement mortar 1:4 (1 cement : 4 fine sand) of 1.25 FM. mortar in super structure i/c supply of all materials , labour and T&P etc .sl. No. 305. |
| 11 | 12 mm thick plaster on rough side brick work minimum thickness not less than 10 mm with cement mortar in proportion of 1:6 cement and fine sand of 1.25 fineness modulus including supply of all materials, labour and tools and plants etc required for proper completion of the work.SI No.17.59(3) |
| 12 | R.C.C work with cement approved coarse sand and 2 cm. (3/4\\") gauge approved stone ballast in the proportion of 1:1.5:3 in Plinth beam/lighter beam excluding supply of reinforcement and its binding wire and including its fixing and binding the same with 24 B W.G.G.I. binding wire an including neccecary centering & shuttering etc & also including supply of all materials labour & T&P etc required for proper completion of the work. Binding wire cost being included in the item No-285 1st.Ch-5. |
| 13 | Mild steel or iron work in plain work such as reinforced concrete/brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks, and authorized over lapping shall be measured.SI. No. 504.Ch-10 |
| 14 | 40 mm thick fine dressed stone flooring over 20mm (average) thick base of cement morter 1:5 (1 cement :5 coarse sand) ,i/c pointing with cement morter 1:2 (1 cement :2 stone dust ) with an admixture of pigment to match the shade of stone (red sand stone). DSR code 11.29.1 |
| 15 | Supply and fixing 1.50 m height Welded steel or iron wire fabric fancing with post(50*50*5 mm) of specified material and standard degin placed and embedded in cement concrete (1:2:4) mix stone ageegate 40mm nominal sze. Provided with welded iron / steel wire fabric fixed betwween the posts filled and Fixed with G.I.staples on wooden plugs or tied to 6mm bar nibs with G.I.binding wire including painting etc all item as per E / I. . (DSR 16.20 ) Please Enable Macros to View BoQ information |
